It was good, but incomplete For any one making videos on Structural Analysis &Design plz provide code references & Load combinations during the video. Also apart from super structure give inputs about Foundation as well to make it complete.
Hi Shravan! I have attempted to design the chimney with the same specifications & parameters and on analysis I have been informed that there are 400 errors (=No of elements) and error message is The design moment exceeds the limiting moment of resistance for all elements. What might be wrong? How to deal with the error part of this? How do you design a ring beam foundation for chimney with slant elements/ring beam? Do you have any example on youtube?
Doubts are not answered. Normally, chimneys in power station plants are connected to flue gas outlets which require openings of matching sizes. How to model the openings and design the structure? There are intermittent platforms to support steel flues. How the platforms are to be modelled and designed with temperature stresses?
@@civilengineeringbyshravan9596 please tell, how you have assumed the value for temperature load? is there any criteria to assume temperature load value?
could you please demonstrate how wind load can be applied on the stack?
It was good, but incomplete
For any one making videos on Structural Analysis &Design plz provide code references & Load combinations during the video.
Also apart from super structure give inputs about Foundation as well to make it complete.
I was waiting for the wind load effects for the whole time
How we analyse for self supporting steel chimney please help
Please provide your no. or your email
Will made video soon
Why wind load is not assigned
May I know the reason sir ???
Max absolute temperature is diagram only showing when analysis after analysis cant see
You can once make analysis and check again
Hi Shravan! I have attempted to design the chimney with the same specifications & parameters and on analysis I have been informed that there are 400 errors (=No of elements) and error message is The design moment exceeds the limiting moment of resistance for all elements. What might be wrong? How to deal with the error part of this? How do you design a ring beam foundation for chimney with slant elements/ring beam? Do you have any example on youtube?
Even I have same doubt
Doubts are not answered. Normally, chimneys in power station plants are connected to flue gas outlets which require openings of matching sizes. How to model the openings and design the structure? There are intermittent platforms to support steel flues. How the platforms are to be modelled and designed with temperature stresses?
This is not a chimney, it's a cooling tower
Sirr can i have ppt for this pls
Sorry I don’t have
@@civilengineeringbyshravan9596 please tell, how you have assumed the value for temperature load? is there any criteria to assume temperature load value?
its not chimney its a cooling tower..
Kuch bhi upload. Krna
Definitely
This vdo is of no use. Just uploading anything irrelevant. Wind load is not shown?